Laserfiche WebLink
Project No.: 33113-013018.02 BORING NO. <br /> LOG OF SOIL BORING Project Name: FedEx Tracy <br /> ® Location: Tracy,CA BV-13 <br /> ® Logged By: P.McLaughlin <br /> w> w> J w = J = DESCRIPTION <br /> 2W 2uu 2 �E w a 2 g0 co <br /> F ❑n 2 <br /> c¢n? U)i of can FL's F can C7 � <br /> ML CLAYEY SILT,moderate brown,damp,stiff,fine sand interbed(2")at 20.5' <br /> 21 <br /> SILTY SAND,light brown,damp,medium dense,find to medium sand,some fine <br /> 40 0.0 1410 22 SM gravel,up to 1/2"diameter,rounded,no odor <br /> 23 SANDY SILT,light brown,damp,medium stiff,fine sand <br /> 2a <br /> With fine sand interbeds(2-3") <br /> 32 0.0 1420 25-ZML with silt to clayey silt interbeds(2-4") <br /> 26-- <br /> 27- <br /> Sp <br /> s27Sp SAND,light brown,moist,medium dense,fine to medium sand, <br /> 30 0.0 1430 <br /> 28-t <br /> ML SANDY SILT,as above <br /> 2s <br /> Sp SAND,light brown,moist,medium dense,find to medium sand,some fine gravel,up to <br /> 3/4"diameter,rounded <br /> 30 <br /> ML SANDY SILT,light brown,moist,medium stiff,fine sand <br /> 30 0.0 1505 31 <br /> SAND,light grayish brown,moist,dense to very dense,medium to coarse sand,with <br /> 32 SP fine to coarse gravel,up to 11/2"diameter. <br /> 20 0.0 1510 <br /> i33 <br /> BOH at 33.0'(refusal) <br /> 34-- <br /> 06/03/13 drilled step-out hydropunch boring to 40'bgs <br /> 35 groundwater measured at 33.0' <br /> collected water sample 1150,06/03/13 <br /> 36 <br /> 37 <br /> 38-- <br /> 39-- <br /> 40- <br /> BOH <br /> 83940BOH at 40.0' <br /> 41-- <br /> 42-- <br /> 43-- <br /> 44-- <br /> Page <br /> 1424344Page 2 of 2 <br />